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O <br />ro <br />N <br />n <br />N <br />No <br />n No <br />l <br />a <br />O <br />N <br />N <br />0 <br />130 <br />12� <br />V) <br />Z <br />O <br />120 <br />w <br />J <br />W <br />- G -221D <br />115 <br />110 <br />r <br />W <br />W <br />w <br />8 <br />N <br />N <br />r <br />z <br />mvll�l D7 III <br />INSTRUMENTATION <br />LABORATORY <br />72" RCP —� 1 ?0 120 rT X69 t <br />o-- -o- - — o-�t- -.-_D— _ - 1 = 1i <br />pvc <br />7y Y <br />12" 0.1. FORCE MAIN <br />81T. CONC. PVMT. DYL- <br />D YL <br />---------- 123 --------- <br />----------- 122 ---- z; -:2 <br />i - - - - -- - -- 121- -- <br />121- �./$/------- -_ ' <br />e 14 14 0 WALE <br />HAY BALES AND SILT <br />FENCE, TYP., FOR DETAILS S <br />SEE DRAWING NO. C -16 s <br />\-7— <br />�i{Sy <br />664000 <br />E <br />i� <br />�r <br />rn <br />s <br />I FRONT CAP SOLT <br />ON HYDRANT <br />EL, 126.13 <br />f 124 #— - - -- -123 <br />DYL <br />MHITE ARROWS <br />18" <br />POND <br />REMOVE AND REPLACE <br />GRANITE SLOPE EDGING <br />AS REQUIREDy� <br />Ho Z� 44 4 �e <br />q °Rq�r) <br />PLAN <br />SCALE: 1"=30' <br />- <br />! AVE. <br />G. <br />/ , E 66400 0k <br />i \ <br />1 <br />119 ,�._ ..` . _• i . i <br />LIMIT OF PAVEMENT OVERLAY, <br />SEE "KEYWAY DETAIL" DRAWING <br />NO. C -16, TYP. o <br />DYL DYL <br />12" D.I._ FORCE <br />T1F/1s.+ i <br />A <br />LIMIT OF RIGHT OF WAY. TYP. <br />CA <br />�vtl <br />w <br />W <br />OJ W <br />_._ U) <br />Io <br />_ _ M <br />1N�ADW15 -79 I s <br />I <br />22 +0 , 22roo" 23 +00 two' 24 +00 21+00' 25 +00 <br />6400 26 +00 "-ioo <br />PROFILE, <br />SCALE: HORIZ. 1 =30 <br />VERT. 1"=3' <br />27 +00 z'++•• <br />• 10, <br />r <br />• • •• N <br />28 +00 28c1b' <br />29 +00 zycoo' 30 +00 <br />�1 +S5� <br />vil <br />130 <br />125 <br />V) <br />120 Q <br />I.t <br />1 <br />ICI <br />115 <br />110 <br />DATE_ I DESCRIPTION DRAWN APPV0 <br />DEPARTMENT OF THE AIR FORCE <br />647 SPTG /CECE <br />HANSCOM AFB, MA. 01731 <br />BASE CIVIL ENGINEERING SQUADRON <br />_FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO <br />LEXINGTON, MA <br />COORDINATION REPAIR SEWER FORCE MAIN <br />-- HANSCOM AIR FORCE BASE, MA. <br />SAFETY CHIEF, DAM <br />STA. 22+00 TO STA. 30 +00 cI L <br />SECIAR CONTRACT PROGRAM. ��ttww�� NO <br />COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, EcNG ! ENV PUJG BR BASE CIVIILENGINEER <br />FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 - <br />MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _ <br />MXRD92 -00-35 <br />USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUMBER <br />NCOIC , DRAFIRM VAULT FLE NUMBER SHEET 10 _OF 51 <br />i <br />EXISTING STREET SURFACE <br />B -11 <br />B -10 <br />' avEQ A6ovE G" D1 %vQ <br />` -- <br />30 h <br />5" 4A5- s(RV, g <br />4WER <br />44 <br />6" DI <br />%1 <br />24" RCP DRAIN <br />& UAL1 xhjlm b" R1 Sbwtg <br />-- --. <br />lklknIz MA" <br />5.01 <br />18" RCP DRAIN <br />t <br />7'-8" <br />00 <br />10.0' <br />m <br />Oi <br />28 <br />16 <br />ri <br />12.0' <br />z <br />12.5 <br />z <br />22 +0 , 22roo" 23 +00 two' 24 +00 21+00' 25 +00 <br />6400 26 +00 "-ioo <br />PROFILE, <br />SCALE: HORIZ. 1 =30 <br />VERT. 1"=3' <br />27 +00 z'++•• <br />• 10, <br />r <br />• • •• N <br />28 +00 28c1b' <br />29 +00 zycoo' 30 +00 <br />�1 +S5� <br />vil <br />130 <br />125 <br />V) <br />120 Q <br />I.t <br />1 <br />ICI <br />115 <br />110 <br />DATE_ I DESCRIPTION DRAWN APPV0 <br />DEPARTMENT OF THE AIR FORCE <br />647 SPTG /CECE <br />HANSCOM AFB, MA. 01731 <br />BASE CIVIL ENGINEERING SQUADRON <br />_FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO <br />LEXINGTON, MA <br />COORDINATION REPAIR SEWER FORCE MAIN <br />-- HANSCOM AIR FORCE BASE, MA. <br />SAFETY CHIEF, DAM <br />STA. 22+00 TO STA. 30 +00 cI L <br />SECIAR CONTRACT PROGRAM. ��ttww�� NO <br />COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, EcNG ! ENV PUJG BR BASE CIVIILENGINEER <br />FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 - <br />MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _ <br />MXRD92 -00-35 <br />USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUMBER <br />NCOIC , DRAFIRM VAULT FLE NUMBER SHEET 10 _OF 51 <br />